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CORRESPONDENCE_2018-2019
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CORRESPONDENCE_2018-2019
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Last modified
5/28/2025 4:27:38 PM
Creation date
12/20/2021 12:36:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2018-2019
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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Taj Bahadori <br />Page 6 of 8 <br />August 30, 2018 <br />and a new permit from the San Joaquin Valley Air Pollution Control District (SJVAPCD) <br />must be in place before additional landfill gas can be recovered. <br />The proposed LFG extraction wells will be constructed in accordance with the existing LFG <br />extraction well designs. The extraction well locations are provided on Figure 3 along with <br />each well's proposed well schedule. The extraction wells will consist of a 36 -inch diameter <br />boring drilled to a bore depth of approximately 75 -percent of the waste thickness to minimize <br />any potential damage to the liner system. The extraction well casing will be constructed of <br />6 -inch diameter high-density polyethylene pipe with a standard dimension ratio of 17. The <br />top of the casing will stick-up approximately 3 feet above the ground surface and will be <br />equipped with a wellhead assembly to control the extraction rate of the landfill gas being <br />pulled through the well. The below ground portion of the well casing will continue with 30 <br />more feet of solid piping to help prevent any potential air infiltration from the surface. The <br />remainder of the well casing will be perforated with an end cap sealing the bottom of the <br />pipe. The space between the well casing and the boring will consist of a series of bentonite <br />plugs and on-site soils around the length of the solid piping to again help prevent any <br />potential air infiltration from the surface. The perforated section will be encased in a coarse <br />aggregate to allow the maximum extraction surface area for the well. Proposed well <br />locations and standard details are shown on Figure 3. <br />There are currently four proposed extraction wells, three wells in Module "I" and one in <br />Module 1 (Figure 3). The three wells proposed in Module "I" are located northeast of MW - <br />3 in the deepest part of the closed landfill to further increase the density of the LFG extraction <br />wells to further mitigate LFG constituents contributing to groundwater contamination. One <br />additional well is proposed in newer waste of Module 1. <br />The proposed LFG extraction wells are anticipated to be constructed concurrently with the <br />new LFG flare. Below is the tentative schedule for the solicitation, permitting, and <br />installation of new flare and LFG extraction wells. Note that this construction schedule is <br />subject to change based on obtaining permits from SJVAPCD. The RWQCB will be notified <br />of any delays. <br />083018 FH-RWQC13-Revised Work Plan_Final.doex <br />
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